SW7071002_APPROVED PLANS_20080118

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO. SW
DOC TYPE ❑ CURRENT PERMIT
?�'APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE I 62= /ff
YYYYMMDD

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1� ER: TOWN OF KILL DEVIL HILLS
PO BOX 1719
KILL DEVIL HILLS, NC 27948
CONTACT: STEVE ALBRIGHT, ASST. PUBLIC WORKS DIRECTOR
252-449-5300
2. PROPERTY RECORDED IN D.B. 776, PG. 297
DARE CO. PIN NUMBER: 9883 10 26 9332
3. PROPERTY LOCATED AT THE WESTERN END OF VETERANS DRIVE AND IS INTENDED TO BE
IMPROVED TO FURTHER SUPPORT STORAGE OF STORM DEBRIS, LIMBS AND MULCH. AREA
FOR POLICE IMPOUNDMENT AND TOWN VEHICLE STORAGE WILL ALSO BE PROVIDED.
4. PROPERTY LOCATED IN FIRM ZONES X & AE(9') FIRM MAP NO: 3720988300 J
EFFECTIVE DATE: SEPTEMBER 20, 2006. (SUBJECT TO CHANGE BY F.E.M.A.)
5. PROPERTY IS ZONED GOVERNMENT & INSTITUTIONAL (G & 1)
SETBACKS ARE AS FOLLOWS:
SIDE YARD: SINGLE STORY - 10'
DOUBLE STORY - 12'
TRIPLE STORY - 15'
OVER 35' - 12' PLUS 2' FOR EACH FOOT
OVER 35' IN HEIGHT
FRONT YARD: 30'
REAR YARD: 30'
6. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES UNLESS OTHERWISE NOTED.
ELEVATIONS SHOWN HEREON ARE PER NAVD 88 DATUM.
7.INFORMATION SHOWN HEREON TAKEN FROM SURVEY OF THE DARE COUNTY BOARD OF
EDUCATION PROPERTY PERFORMED JULY 2001 AND SURVEY OF THE TOWN OF KILL DEVIL
HILLS (SUBJECT) PROPERTY PERFORMED JULY 2004 AND 2007.
8. AREA OF LAND DISTURBANCE = 223,607 SF (5.06 ACRES)
9. LOT COVERAGE IS AS FOLLOWS:
TOTAL SITE AREA: 2,066,597 SF
UPLANDS AREA: 1,274,280 SF
WETLANDS AREA: 794,316 SF
PROPOSED COVERAGE:
ALLOWABLE COVERAGE = 828,282 SF
TO BE REMOVED = 822 SF
PROPOSED CONCRETE = 80,000 SF
PROPOSED GRAVEL = 28,900 SF
TOTAL PROPOSED COVERAGE = 108,900 SF (8.55%)
(BASED ON UPLANDS AREA)
10. THE WETLANDS HEREBY SHOWN ON THIS SITE WERE PROVIDED BY STYONS SURVEYING ON
4/13/07 AND ARE NOT CONFIRMED AT THIS TIME.
11. STORMWATER WILL BE CONVEYED VIA SHEET FLOW AND SWALES TO INFILTRATION AREAS
SHOWN HEREON. MANAGEMENT OF THE 10 YEAR/2 HOUR STORM EVENT IS PROVIDED.
12. ALL NEW UTILITIES SHALL BE PLACED UNDERGROUND.
13. LIGHTS FOR THIS FACILITY WILL BE 250 WATT HIGH PRESSURE SODIUM, FULL CUT OFF
FIXTURES MOUNTED ON 20' POLES. LIGHTING WILL MEET MINIMUM TOWN STANDARDS. (SEE
LIGHTING PLAN.)
14. ALL OUTDOOR LIGHTING SHALL BE ERECTED, ALTERED AND MAINTAINED IN ACCORDANCE
WITH THE PROVISIONS IN SECTION 153.074 OF THE TOWN OF KILL DEVIL HILLS ZONING
ORDINANCE.
15. LANDSCAPING AND BUFFERING SHALL BE ERECTED, ALTERED AND MAINTAINED IN
ACCORDANCE WITH THE PROVISIONS OF THE TOWN OF KILL DEVIL HILLS ZONING
ORDINANCE. ADDITIONAL VEGETATION MAY BE REQUIRED IF EXISTING VEGETATION DOES NOT
FUNCTION AS A SCREEN AGAINST RESIDENTIAL AREAS.
16. STATE EROSION AND SEDIMENT CONTROL AND STORMWATER PERMITS WILL BE REQUIRED
PRIOR LAND DISTURBANCE ACTIVITIES.
17. WATER TABLE DEPTHS DETERMINED BY SOIL BORINGS TO BE APPROXIMATELY 5.5'.
18. KNOX LOCK BOX TO BE LOCATED AT FRONT GATE OF SURPLUS VEHICLE/IMPOUND AREA IF
REQUIRED.
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WESTERN PARCEL
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9883 09 Ib "4
PREPARED FOR:
TOWN OF KILL DEVIL HILLS
P. O. BOX 1719
KILL DEVIL HILLS, NC 27948
PREPARED BY:
A I /-
AIb6marle,
Engineering -Surveying -Land Planning
115 West Saint Clair St. Phone: [phone]
P.O. Box 3989 Fax: [phone]
Kill Devil Hills, NC 27948 www.albal.us
N/P
IDARE GAUNFY
BOARD M EA.YATION
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R/W CONCRETE MONUMENT
IRON ROD FOUND
O6W
CONCRETE MONUMENT FOUND
UTILITY POLE
OVERHEAD UTILITY LINE
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DITCHLINE / SHORELINE
x
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FENCELINE
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RIGHT OF WAY
—
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MINIMUM BUILDING LINE
TREELINE
LIMITS OF DISTURBANCE
❑
■
WATER METER
®
WELL
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WATER LINE
—SF—
SILT FENCE
404 WETLANDS
CONCRETE
1-7
GRAVEL
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STORMWATER FLOW ARROW
------ >
—10
CONTOUR
550
8.50SPOT
ELEVATION
® CONCRETE DIVIDER BLOCKS
-0 PROPOSED LIGHT
APPROVED
NORTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION
I DIVISION OF WATER QUALIT'
I
I Date J'Ar414111 o 8
Stormwater Permit No, s W 70'j 11001
INDEX OF OR4 MAW
COVER SHEET
SITE PLAN
SEDIMENTATION & EROSION CONTROL / GRADING & DRAINAGE PLAN
t

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STORaUIWATH4 U014G6bBVT / A&WEMNCE N07M
1. STORMWATER GENERATED FROM THIS SITE WILL BE CONVEYED VIA SHEET
FLOW TO TWO EIGHTEEN -INCH DEEP DRY INFILTRATION BASINS. THE
SITE CONSISTS OF SANDY SOILS WITH A RAPID INFILTRATION RATE.
GROUNDWATER ELEVATIONS WERE FOUND TO BE APPROXIMATELY 2.5
FEET BELOW THE NATURAL GROUND ELEVATION. GROUND ELEVATIONS IN
THE BASIN AREAS RANGE FROM EIGHT TO TWELVE FEET ABOVE SEA
LEVEL. THE BASINS ARE SIZED TO CONTAIN AND INFILTRATE A TEN
YEAR, TWO HOUR STORM EVENT (4.S). THE MAJORITY OF THE SITE
IMPROVEMENTS SHEET DRAINS TO A ±32,326 SQUARE FOOT DRY
INFILTRATION BASIN LOCATED IN THE SOUTHERN PORTION OF THE SITE.
THE REMAINING CONCRETE AND GRAVEL DRIVES SHEET DRAIN TOWARD
AN INFILTRATION BASIN AND SWALE LOCATED TO THE NORTH OF THE
CONCRETE PADS AND CAPTURES/INFILTRATES STORMWATER GENERATED
FROM THESE AREAS.
2. INSTALLATION OF STORMWATER MANAGEMENT MEASURES SHALL BE IN
ACCORDANCE WITH THIS PLAN AND REQUIREMENTS STIPULATED BY THE
DIVISION OF WATER QUALITY STORMWATER PERMIT.
3. IF RUNOFF FROM CONSTRUCTION ACTIVITIES IS DIRECTED TO THE
BASINS, THE ENTIRE BASIN BOTTOM SHALL BE TILLED/DISCED TO
RESTORE INFILTRATION ABILITIES.
4. UPON ACCEPTANCE BY THE OWNER, IT IS THE OWNER'S RESPONSIBILITY
TO PROVIDE NECESSARY MAINTENANCE SO THAT THE STORMWATER
SYSTEM WILL FUNCTION AS INTENDED.
5. AFTER EVERY RUNOFF PRODUCING RAINFALL EVENT AND AT LEAST
MONTHLY, INSPECT THE INFILTRATION SYSTEM FOR EROSION, TRASH
ACCUMULATION, VEGETATIVE COVER, AND GENERAL CONDITION. ALSO
INSPECT THE INFLOW STRUCTURES, CURB & GUTTERS, FLUMES, RIP -
RAP, AND BASIN FOR OBSTRUCTION OR DETERIORATION. REMOVE ANY
BLOCKAGE AND REPAIR THE STRUCTURE TO APPROVED DESIGN
SPECIFICATIONS.
6. REPAIR ERODED AREAS IMMEDIATELY, RE -SEED AS NECESSARY TO
MAINTAIN ADEQUATE VEGETATIVE COVER, MOW VEGETATED COVER TO
MAINTAIN A MAXIMUM HEIGHT OF SIX INCHES, AND REMOVE TRASH AS
NEEDED. SOD SHALL NOT BE PLACED ALONG THE BOTTOM OF
INFILTRATION BASINS.
7. CHECK FOR SEDIMENTATION WITHIN THE BASIN ANNUALLY. IF
DEPOSITION OF MATERIAL IS OBSERVED WITHIN THE SYSTEM,
REESTABLISH DESIGN GRADES AS INDICATED ON APPROVED SITE PLAN.
INSPECT BASIN WALLS AND STRUCTURES TO ENSURE THAT THEY ARE
MAINTAINED AT THEIR DESIGN ELEVATIONS. IF EROSION OCCURS,
REESTABLISH DESIGN ELEVATIONS AS INDICATED ON APPROVED SITE
PLAN.
CdRADNC` STATION EROSION CONTROL NOTES
1. PRIOR TO ANY LAND DISTURBING ACTIVITIES, THE CONTRACTOR SHALL
WALK THE SITE WITH THE ENGINEER IN ORDER TO IDENTIFY AND
MARK SPECIFIC ELEMENTS WHICH ARE TO BE PROTECTED.
2. IF EXCESSIVE WIND EROSION ORSTORM WATER RUNOFF DEVELOPS
DURING TIME OF CONSTRUCTION IN ANY LOCATION ON THE
PROJECT SITE, ADDITIONAL SAND OR SILT FENCING SHALL BE
INSTALLED AS DIRECTED BY ENGINEER, SEE SAND OR SILT FENCE
DETAIL.
3. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL CONTACT ULOCO
(800-632-4949) TO LOCATE UNDERGROUND UTILITIES.
4. PRIOR TO COMMENCEMENT OF ANY LAND DISTURBING ACTIVITIES, ALL
EROSION AND SEDIMENTATION CONTROL MEASURES IDENTIFIED ON THIS
PLAN SHALL BE INSTALLED IN ACCORDANCE WITH THIS PLAN.
5. THE CONTRACTOR SHALL ENSURE THAT AREAS OUTSIDE OF THE LIMITS
OF LAND DISTURBING AS WELL AS TREES SPECIFICALLY NOTED FOR
PROTECTION ARE NOT ADVERSELY IMPACTED BY ANY CLEARING
ACTIVITIES. ADDITIONAL VEGETATION MAY BE REQUIRED IF EXISTING
VEGETATION DOES NOT FUNCTION AS A SCREEN AGAINST RESIDENTIAL
AREAS.
6. GROUNDCOVER (TEMPORARY OR PERMANENT) E ) WILL BE PROVIDED ON
EXPOSED SLOPES WITHIN 21 CALENDAR DAYS FOLLOWING COMPLETION OF
ANY PHASE OF GRADING; AND, A PERMANENT GROUNDCOVER FOR ALL
DISTURBED AREAS WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS
(WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION OR
DEVELOPMENT.
7. IF ADDITIONAL MEASURES TO RESTRAIN EROSION BY WIND OR WATER
ARE REQUIRED, MEASURES SHALL BE INSTALLED AS DIRECTED BY THE
ENGINEER OR THE TOWN.
8. SOIL EROSION AND SEDIMENTATION CONTROLS TO BE INSPECTED,
MAINTAINED AND REPAIRED AS NECESSARY.
9. LIMITS OF SLOPES AND GRADING SHALL BE IN ACCORDANCE WITH THE
LIMITS SHOWN HEREON.
10. AREAS WHICH ARE TO BE FILLED SHALL BE RAISED IN COMPACTED
SEQUENTIAL LIFTS NOT TO EXCEED 8 INCHES IN DEPTH. FILL
MATERIAL SHALL BE CLEAN, WELL GRADED SAND. FILL LOCATED
BENEATH PAVEMENT SHALL BE COMPACTED TO 98%.
11. ALL ELEVATIONS ARE REFERENCED TO NAVD 88 DATUM.
SPECIES RATE
K-31 FESCUE 3 LB/1000 SF
COMMON BERMUDAGRASS 1 LB/1000 SF
WINTER RYE GRAIN 3 LB/1000 SF
NOTE: DELETE RYE GRAIN IF OVERSEEDING ESTABLISHED RYE OR FESCUE.
DELETE FESCUE IF OVERSEEDING ESTABLISHED FESCUE.
MAY 15-ALYI&PE WillSEEDNQ
SPECIES RATE
K-31 FESCUE 3 LB/1000 SF
COMMON BERMUDAGRASS 1 LB/1000 SF
GERMAN MILLET 3 LB/1000 SF
NOTE: DELETE MILLET IF OVERSEEDING ESTABLISHED MILLET OR FESCUE.
DELETE FESCUE IF OVERSEEDING ESTABLISHED FESCUE.
AUC:BF 0 - APiIL t TEMPORARY
SPECIES RATE
K-31 FESCUE 3 LB/1000 SF
WINTER RYE GRAIN 5 LB/1000 SF
ML AME DMENTO
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR
APPLY 500 LB PER ACRE OF 10-10-10 FERTILIZER.
IILLON
USE JUTE, EXCELSIOR MATTING OR OTHER EFFECTIVE CHANNEL
LINING MATERIAL TO COVER BOTTOM AND SIDES OF SWALES.
ANCHOR MATTING PER MANUFACTURERS RECOMMENDATIONS.
HYDROSEEDING IS ALSO AN ACCEPTABLE METHOD OF
TEMPORARY STABILIZATION
YANI9UNCE
A MINIMUM OF 3 WEEKS IS REQUIRED TO FOR ESTABLISHMENT.
INSPECT AND REPAIR MULCH FREQUENTLY. FERTILIZE THE
FOLLOWING SPRING WITH 50 LB/ ACRE NITROGEN.
40 0 20 40 80
(IN FEET)
1 INCH = 40 FT.
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LIMITS OF DISTURBANCE
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CONCRETE ENCLOSURE BLOCKS
SPACING BETWEEN JOINTS
FOR STORMWATER RUNOFF
SPACED 3" BETWEEN EACH BLOCK
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8' CHAINLINK SECURITY
FENCE Mq<�f1RBED .
WIRE EEXXiTEENSION
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POST SPACING SHALL BE
6' MAX. WITHOUT
REINFORCING WIRE, MAY BE
INCREASED TO 8' WITH
REINFORCING WIRE.
COMPACTED FILL
SYNTHETIC FIBRE JUTE
MESH FILTER FABRIC
EXTENSION OF FILTER FABRIC
INTO THE TRENCH
STEEL SUPPORT
POST
SL7F ?4VE DETAL
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• S ' ... , .. TO BE
C 9�. , ... `• , , SWINGRkq GATE . . 9,9g1 / .�: REMOVED
8g ' 9z3 100' , aOA. ,•0 00'R KNOX BOX �4.f1` .,.,
' FOR EMERGENCY f,,. y
430'R /�/ \ (, , ' 10.50PERSONNE,i V
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4 S , �... • • • B. // BASIN2 9a6 /' / , , /PROPOSED
70" x 1Do'.
'6 6 - .. 45.0'-
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TEMP. 8, TEMP. POND ELEVATION = 8S / '
TEMP. POND AREA = 6,384. Ste. // ' "" - d a 'CONCRETE
BOTTOM ELEVATION 5' `A \ !Sgl ,'';6 SURPLUS WEHICLES sl S
/G BOTTOM AREA - 4 5�.8l` ' • • , , • ' ' ; ' 'r . I � ; j,.T` � 9,&MEA
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PROPOSED 24' 10.6 • • , , • .... " , .. " " 'y ' >� W/RDLLING
SWINGING GATE ••• / w>"`9 .'>g ':GATE
.<<., .v PROPOSED <
11.00 „ ,...aa , , , , , .,.' .�. x�g� •913g G" i,, 80, X. 100'
POSEDRO
SWALE A IMPOLMO
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PROPOSED o
8s9 I&5o SWALE
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-�'v C 10.50.
10.50
C b933. 9 i <3 a 4 $ . d ..�,� 25.0'-
- t -. t 8y�„ 01 PROPOSED
.3 100, X 100' 16
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11.00 �` .F„��f'' ` "9 a . CONCRETE ',q
..C" <r <, .. SPOILS STORAGE h y h$
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50 "1 n E8 8�.:,�oYQ .100NC`I(s.1 0• I//� S/q 9t50>s ".. ,yam 'ham_ \ I 8NV 0
. �.y,.. <A MULCH STORAGE o �g ,AREA .<.
INV. 8.0
11 .1 o3�tao ,
1-4
11.00 ` - --0 PROPOSED ., _ .9 /
. v200 X 300' v r .> 9j9 F� w 9� . .w,' x
CONCkETATIOEfE "
c VEG♦=T�71ANlLIMB.. .<....8 L? <> aa1 9 s$,9.50 .�
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4 •� / PROPOSED-"7
/ PRDRY INFILTRATION
BASIN #1
TEMP. POND ELEVATION - 8.7'
./ /. TEMP. POND AREA = 32,326 SF /
A � v /' 8>/ BOTTOM ELEVATION = 7.5' N/1=
BOTTOM AREA =927.222 SF STATE OF
NORTH CAROLINA
SL. 115
THE TOWN OF KILL DEVIL HILLS INTENDS TO IMPROVE THE
WESTERN PORTION OF THE PUBLIC WORKS COMPLEX. THE
COMPLETED PROJECT IS INTENDED TO BE IMPROVED TO
FURTHER SUPPORT STORAGE OF STORM DEBRIS, LIMBS AND
MULCH. AREA FOR POLICE IMPOUNDMENT AND TOWN VEHICLE
STORAGE WILL ALSO BE PROVIDED.
THE SITE IS LEVEL, WITH PERMEABLE SANDY SOILS. THERE ARE
VARYING SOIL TYPES ON THE PROPERTY. THE SITE IS HIGHLY
VEGETATED WITH (OAKS, PINES, AND BAYS). SILT FENCE WILL
BE USED AS SHOWN. HEAVILY VEGETATED BUFFERS TO THE
PROPERTY LINE/WETLANDS WILL BE SUFFICIENT TO CONTROL
BLOWING SAND DURING CONSTRUCTION.
DISTURBED AREAS ARE TO BE STABILIZED WITH
TEMPORARY/PERMANENT VEGETATION ACCORDING TO THE
SEQUENCE OF CONSTRUCTION.
DISTURBED AREA t5.06 ACRES.
STORMWATER RUNOFF DRAINS TO BUZZARD BAY WHICH IS
CLASSIFIED AS SC WATERS AND IS IN THE PASQUOTANK RIVER
BASIN.
LTHESOIIL SURVEY FOR DARE COUNTY HAS MAPPED THE SOILS IN
THE AREAS TO BE IMPROVED TO CONSIST OF NhC
(NEWHAN-COROLLA) AND DUE (DUNE LAND). NEWHAN-COROLLA
AND DUNE LAND SAND ARE BOTH CHARACTERIZED BY RAPID
PERMEABILITY WITH RATES IN EXCESS OF 20 INCHES PER HOUR.
IL CONSTRUCTION SEOUENCE=
OBTAIN PLAN APPROVAL.
PULL LAND DISTURBANCE PERMIT.
FLAG OR STAKE WORK LIMITS.
HOLD PRE -CONSTRUCTION MEETING.
160 INSTALL SILT FENCING.
INSTALL CONSTRUCTION ENTRANCES,
CLEAR LOT OF EXISTING VEGETATION AS SHOWN.
PLACE FILL MATERIALS.
CONSTRUCT STORMWATER BASINS.
CONSTRUCT CONCRETE STORAGE AREAS.
INSTALL GRAVEL DRIVES.
INSTALL FENCING.
SEED, FERTILIZE AND WATER DISTURBED AREA TO STABILIZE.
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CONIC. PAD
SEED AND ESTABLISH
VEGETATION
18" MAX
TYPICAL MY MV-MATION RAASW .4ECTION
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DARE C6NfY
W61 61TE 116
NOTES
1. WASHED STONE (#4 STONE OR 2" TO 3" AGGREGATE).
PAD TO BE 50'L X 20'W X 6"D AT A MINIMUM.
2. TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE
TRUCKS IS TO BE PROVIDED.
3. ENTRANCE(S) SHOULD BE LOCATED TO PROVIDE FOR
MAXIMUM UTILITY BY ALL CONSTRUCTION VEHICLES.
4. MUST BE MAINTAINED IN A CONDITION WHICH WILL
PREVENT TRACKING OR DIRECT FLOW OF MUD ONTO
STREETS. PERIODIC TOP DRESSING WITH STONE SHALL
BE NECESSARY.
5. APPLICABLE AT ALL POINTS OF INGRESS & EGRESS
UNTIL SITE IS STABILIZED, FREQUENT CHECKS OF THE
DEVICE AND TIMELY MAINTENANCE MUST BE PROVIDED.
BVTRA JVCE DETAL
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115 West Saint Clair St.
P.O. Box 3989
Kill Devil Hills, INC 27948
narle
IATES, LTD.
iNevina - Land Plannina
Phone: [phone]
Fax: [phone]
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COMMISSION NUMBER
2040741
SHEET NUMBER
C3
XX OF XX